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19-21099
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19-21099
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Last modified
1/7/2020 10:57:23 AM
Creation date
1/7/2020 10:57:21 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
19-21099
Building Department - Name
COLLINS,DONN G & KAY
Address
5907 BEECH ST
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R W R W Building Consultants, Inc. <br /> BConsulting and Engineering Services for the Building Industry <br /> C P.O.Box 230 Vnirico.FL 33595 Phone 813.659.9197 <br /> Florida Board of Professional Engineers Certificate of Authorization No.9813 <br /> Plwdlict Evalitatimi / <br /> / / 2017 <br /> Product Sub Category Manufacturer Product Name <br /> Category <br /> NewSouth Window Solutions DuraGard <br /> Windows Double Hung 4901 Oak Fair Blvd Double Hung Window <br /> Tampa,FL 33610 <br /> (813)626=6000 "Non-Impact" <br /> Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for <br /> NewSouth Window Solutions,based on-Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval, <br /> Dept.of Business&Professional Regulation. <br /> RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial-interest in the company <br /> manufacturing or distributing.the product or in any other entity involved:h the approval process of the product named <br /> herein. <br /> Limitations: <br /> 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements <br /> excluding the"High'Velocity Hurricane Zone"(HVHZ): <br /> 2. Product anchors shall be as listed and spaced as,shown on details.Anchor embedment to base material shall be beyond wall dressing <br /> or stucco. <br /> 3, When used in areas requiring,wind bome debris protection,this product is required to be protected with an impact resistant covering <br /> that complies:wifh FBC Sections 1609.1.2&R301.2.1.2. <br /> 4. Site conditions that deviate from the details of drawing.FL-15378.2 require further engineering analysis by a licensed engineer or <br /> registered architect. <br /> 5. For 2x stud framing construction,.anchoring of these units shalt.be the same as that shown for.2x buck masonry construction. <br /> 6. See drawing FL-15378.2 for size and design pressure limitations. <br /> Suppor#ing Documents: <br /> 1. Test Report No. Test Standard Testing Laboratory Signed by <br /> ATI A5889.03-501-44 AAMA/1NDMA/CSA 101/I.S:2/A440-08 Architectural Testing, Inc. Lynn George <br /> 2.'Drawing No. Prepared by Signed&Sealed by <br /> No.FL-15378.2 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. <br /> 3. Calculations Prepared-by <br /> H <br /> Consultants,Inc.(CA#9813) e40��� !/ Signed��'��, Lyndon F. <br /> Anchoring <br /> RW BuildingSchmidt,P.E. <br /> ®o .,°. <br /> 4. Quality Assurance Qa� o•�, `SF°°° Amy <br /> Certificate of Participation issued by National Accreditation and a No 43409 , °o <br /> Management Institute,certifying that NewSouth Window Solutions is <br /> manufacturing products within a quality assurance program that complies <br /> with ISO/IEC 17020 and Guide 53. :.� • STATE OF ° <br /> ,O® %AI <br /> e®.0 Q,R t�,+ v may.+` <br /> Lyndon F.FL Schmidt No.434 9 <br /> 6eB168748. 1 0/1 212 0 1 7 <br /> Sheet 1 of 1 <br />
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